W911SA22B2010 ATTACHMENT 2 - SOW - Sidewalk Repair1 Revised.pdf

STATEMENT OF WORK

Project Site Address:

Sidewalk Repairs U.S. Army Garrison – FHL

Monterey County, CA 93928

Submitted by:

Directorate of Public Works – Engineering Division

U.S. Army Fort Hunter Liggett

Building 232 California Avenue

Fort Hunter Liggett, Monterey County, CA 93928

Revision Date:

July 8, 2022

Sidewalk Repair U.S. Army Garrison –FHL

Jolon, California

Directorate of Public Works – Fort Hunter Liggett pg. - 2 -

Table of Contents

1.0 GENERAL ................................................................................................................................................. - 2 -

1.1 OBJECTIVES AND CRITERIA ................................................................................................................ - 3 -

1.1.1 General Information. ............................................................................................................................... - 3 -

1.1.1.1 Project Number. ................................................................................................................................... - 3 -

1.1.1.2 Period of Performance. ........................................................................................................................ - 3 -

1.1.2 Goal and Objectives. ............................................................................................................................... - 3 -

1.1.2.1 Agreement of Confidentiality. ............................................................................................................. - 3 -

1.1.2.2 Betterments and Enhancements Considerations. ................................................................................. - 3 -

1.1.2.3 Proprietary Names. .............................................................................................................................. - 3 -

2.2 Fort Hunter Liggett physical security requirments .................................................................................. - 4 -

2.2 Personnel Security ..................................................................................................................................... - 4 -

2.2.1 Access and General Protection/Security Policy and Procedures. ............................................................ - 4 -

2.2.2 Contractors that Require Access to DOD Facility or Installation. .......................................................... - 4 -

2.3 Physical Security. ....................................................................................................................................... - 4 -

2.3.1 Identification Badges. ............................................................................................................................. - 5 -

2.3.2 Antiterrorism Training. ........................................................................................................................... - 5 -

2.3.2.1 iWatch Training. .................................................................................................................................. - 5 -

3.0 Construction Requirements ........................................................................................................................ - 5 -

3.1 Contractor Requirements. .......................................................................................................................... - 5 -

3.2 Conformance with Environmental Management Systems. ........................................................................ - 7 -

3.3 Submittals. ................................................................................................................................................. - 7 -

3.3.1 Government Review. .............................................................................................................................. - 7 -

3.3.2 Government Approval. ........................................................................................................................... - 8 -

3.3.3 Substitutions. ........................................................................................ Error! Bookmark not defined.- 8 -

3.3.4 Referenced Specifications. ...................................................................................................................... - 8 -

3.3.5 Project Schedule...................................................................................................................................... - 8 -

3.3.6 Project Submittals. .................................................................................................................................. - 8 -

3.3.7 General Requirements. ............................................................................................................................ - 8 -

1.0 GENERAL 1

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1.1 OBJECTIVES AND CRITERIA 2

1.1.1 General Information. 3

The construction shall comply with the specifications and requirements contained in this Statement of Work (SOW). 4 The design and technical criteria contained and cited in this SOW establish minimum standards for construction 5 quality. During the contractor’s review of this SOW, items not specifically address shall adhere to California 6 Department of Transportation standard plans and specifications, American Concrete Institute , and the Army Corps 7 of Engineers Unified Facilities Guide Specifications and Uniform Facilities Criteria. If conflicting requirements 8 between these standards are found they should be clarified by the COR/KO. 9

1.1.1.1 Project Number. 10

1.1.1.2 Period of Performance. 11

The Performance duration shall be three hundred-sixty five (365) days from the notice to proceed. 12

1.1.2 Goal and Objectives. 13

The objective of this project is to upgrade and repair damaged concrete sidewalk and curbs at multiple locations within 14 the FHL cantonment area. This work shall consist of removal of damaged sidewalk/curb and underlying soil, and 15 constructing new concrete sidewalk/curb at locations depicted on attachment A1. Work is located on Government-16 owned land at Fort Hunter Liggett (FHL), CA 93928. 17

1.1.2.1 Agreement of Confidentiality. 18

The contractor will be required to sign an agreement of confidentiality with the Government prior to release of said 19 items. AS-Built drawings and Conceptual Design drawings provided by the Government shall be used as information 20 purpose only. The Contractor is not to rely solely on any data or dimensions shown on these drawings. Any 21 dimensions, elevations, existing conditions, or utilities shown on these drawings which shall in any way be 22 incorporated into and/or shown in the design drawings, specifications, materials or control estimate of this project, 23 must be field-verified by the Contractor. 24

1.1.2.2 Betterments and Enhancements Considerations. 25

All proposals received MUST include the minimum requirements set-forth in this statement of work in addition to 26 providing AS-built drawing at the completion of the project to be considered for evaluation and award. In no case will 27 proposals be accepted to allow for inclusion of betterments or enhancements after final layout has been approved by 28 the government. Betterments and enhancements will not be considered unless the proposal meets the minimum 29 requirements set-forth in this statement of work. Contractors are encouraged to review the statement of work to 30 familiarize themselves with all of the available options and alternatives included herein. 31

1.1.2.3 Proprietary Names. 32

In many instances several finishes or materials are identified for a specific item, however, the primary consideration 33 of this solicitation is obtaining the minimum requirements set-forth for construction in this project. Due to the 34 specialized nature of certain components requested and/or required for this project, these specifications, in some 35

Directorate of Public Works – Fort Hunter Liggett pg. - 4 -instances, refer to various components by trade or manufacturer’s name. Whenever a proprietary (trade) name is used 36 within this Specification Section, it is used to describe a standard of required function, dimension, appearance, 37 fabrication, materials, finish and quality. References to materials by trade name, make, or model number shall not be 38 construed as limiting competition. 39

2.2 FHL AND PRFTA PHYSICAL SECURITY REQUIREMENTS 40

2.2 Personnel Security 41

2.2.1 Access and General Protection/Security Policy and Procedures. 42

Contractor and all associated sub-contractors employees shall provide all information required for background 43 checks to meet installation access requirements to be accomplish by installation Provost Marshal Office, Director of 44 Emergency Services or Security Office. Contractor’s workforce must comply with all personal identity verification 45 requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, 46 HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, 47 should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government 48 may require changes in contractor security matters or processes. 49

2.2.2 Contractors that Require Access to DOD Facility or Installation. 50

Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures. 51 This includes, but not limited to using the National Crime Information Center Interstate Identification Index (NCIC-52 III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05/AR 190-13), applicable installation, facility 53 and area commander installation/facility access and local security policies and procedures (provided by government 54 representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater 55 regulation. 56

2.3 Physical Security. 57

The contractor will have a law enforcement background check completed for all employees who will be entering 58 Army-controlled installations or facilities. Additionally, the contractor will provide to the COR, fifteen (15) calendar 59 days in advance of the event, names and Social Security numbers (or equivalent identification numbers for non-U.S. 60 citizens) of all employees who will be entering Army-controlled installations or facilities. Non-U.S. citizens must 61 produce a valid work visa along with said documentation. The contractor will ensure requirement are met for all 62 subsequent employees who will be entering the installation after the initial start date, and they will ensure that a law 63 enforcement background check is completed for all employees on a yearly basis thereafter. Furthermore, the contractor 64 will ensure that its employees entering Army-controlled installations or facilities have obtained access badges and 65 passes in accordance with facility regulations and that these badges and passes are obtain in advance so as not to delay 66 the accomplishment of contracted services. Lastly, the contractor will return all issued U.S. Government Common 67 Access Cards, installation badges, and/or access passes to the Army installation Physical Security Officer when the 68 contract is completed or when a contractor employee no longer requires access to the installation or facility. 69

Directorate of Public Works – Fort Hunter Liggett pg. - 5 -

2.3.1 Identification Badges. 70

Identification badges, if required, will be furnish without charge. Application for and use of badges will be as 71 directed by the Contracting Officer. The Contractor shall be responsible to immediately report instances of lost or 72 stolen badges to the Contracting Officer. Upon completion of the contract, the company will return all issued CAC 73 Cards, Installation Badges, and/or access passes to the Contracting Officer and/or Contracting Officer 74 Representative. 75

2.3.2 OPSEC Training 76

Per AR 530-1 Operations Security, the contractor employees must complete Level OPSEC Awareness training. New 77 employees must be trained within 30 calendar days of their reporting for duty and annually thereafter. Contact the 78 installation OPSEC officer at (831) 386-2118/2119 to arrange for OPSEC training. OPSEC Level I training 79 certification can be obtained at https://www.lms.army.mil. 80

2.3.3 Antiterrorism Training. 81

All Contractor employees, including subcontractor employees, requiring access to Army installations, facilities, or 82 control access areas shall complete AT Level I awareness training within seven (7) calendar days after contract start 83 date or effective date of incorporation of this requirement into the contract; whichever applies. The Contractor shall 84 submit certificates of completion for each associated contractor employee and subcontractor employee to the COR 85 (or submit to contracting officer, if a COR is not assigned) within 10 calendar days after completion of training by 86 all employees and subcontractor personnel. The COR will assure all Contractors, contractor employees and all 87 associated subcontractors’ employees AT Level I Training is current, all current AT Level I certificates (new and 88 refresher training), are provided to FHL ATO, DPTMS building 290, annually or until said contract expires. This is 89 an annual requirement and can be accomplished by one of two means: under the instruction of a qualified Level 1 90 AT Awareness Instructor (Level II Trained and Certified ATO), or completion of a DoD-sponsored and certified 91 computer or web-based distance learning instructions. Virtual, AT Level I Training can be coordinated with the FHL 92 Garrison ATO at (831) 386-3816. AT Level I training is available at the following website: https://jkodirect.jten.mil 93

2.3.4 iWATCH Training. 94

An ATO (Level II Trained and Certified) will facilitate, face to face in-person iWATCH Training for Contractors 95 and all associated subcontractors’ employees via FHL ATO. This locally developed training will be used to inform 96 employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR, 97 iWATCH line (831) 386-3457 or DES Police (831) 386-2526. The COR will track completion of training. The 98 COR will provide a roster of attendees and the ATO will certify attendee roster after completion of training. The 99 Contractor and all associated subcontractors’ shall provide the roster to the COR no more than 10 days after project 100 start and within 10 calendar days for new employees commencing performance. COR will give a copy to the ATO. 101 Individual records will reflect completion of the iWATCH training. The Contractor and all associated 102 subcontractors’ shall encourage personnel to report suspicious activity and/or stolen equipment. iWATCH Training 103 is an annual requirement. 104

3.0 CONSTRUCTION REQUIREMENTS 105

3.1 Contractor Requirements. 106

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The Contractor shall be lawfully licensed in the state of California in all the applicable disciplines required to work 107 on this project. If the contractor will require the usage of Subcontractors to perform specific task involved with this 108 project, said subcontractor must also be lawfully licensed in their applicable disciplines. 109

The Contractor shall supervise and direct the work, using qualified labor, materials, and proper equipment for all tasks 110 to be performed or provide in accordance with this statement of work. The Contractor shall be responsible and have 111 control over construction means, methods, techniques, sequences, and procedures for coordinating all portions of 112 work. The Contractor and/or Subcontractors shall undergo a full background check resulting in a favorable review by 113 the Parks Reserve Force Training Area and Fort Hunter Liggett Security and Intelligence office prior to entering the 114 garrison. 115

The contractor shall ensure that each representative requiring access to the installation completes Antiterrorism Level 116 I ‘Awareness’ Training annually and prior to accessing the installation. 117

The Contractor shall conduct field investigations and it shall be his/her responsibility to visit the project site to verify 118 existing conditions affecting this project. This may be accomplished through field inspections, discussions with 119 appropriate personnel, and by checking previous work and as-built drawings. If field inspections indicate minor 120 discrepancies or missing information between the plans provided and actual site conditions, the Contractor shall 121 contact the Contracting Officer (KO) immediately to report the discrepancies found. 122

If in the course of the Contractor’s investigations, should he/she discover any errors, inconsistencies, or omissions in 123 information provided by Directorate of Public Works (DPW) that affect the SOW, then the Contractor shall promptly 124 notify the KO. 125

Safety of the Contractor’s personnel and equipment is the responsibility of the Contractor. Appropriate safety 126 measures shall be adopted to protect all personnel whether or not associated with the project for the duration of the 127 entire construction project. The Contractor shall be responsible for determining what permits are necessary to perform 128 under the contract. Obtaining permits is the contractor’s responsibility and that if such permits are required then 129 Directorate of Public Works shall review and approve permit submittals. 130

The Contractor shall be responsible for taking corrective action for any notices of violations issued as a result of the 131 Contractors or any subcontractors’ actions or operations during the performance of this contract. Corrections for any 132 such violations shall be at no additional expense to Fort Hunter Liggett and Parks Reserve Force Training Area. 133

The Contractor shall be responsible for control of pedestrian and vehicular traffic in the work area. The Contractor 134 shall provide flag persons, signs, equipment and other devices necessary to meet Federal, State and local requirements. 135

The Contractor shall be responsible for providing Fort Hunter Liggett with a finished product in accordance with all 136 applicable US Federal, State of California, and local county regulations & requirements. Additionally, all work shall 137 comply with applicable DoD, Army Reserve IT Manual, Army Technical Guide for Installation Information 138 Infrastructure Architecture, and Army Corp of Engineers (USACE) regulations & requirements. A complete and 139 usable product shall be available upon completion of this project. 140

The Contractor shall submit matters of interpretation of standards to the appropriate administrative agency for 141 resolution before starting work. Where the requirements of this specification, applicable laws, criteria, ordinances, 142 regulations, and referenced documents vary, the most stringent requirements shall govern. 143

Materials and equipment specified shall be the most up to date design of standard catalogued products of 144 manufacturers regularly engaged in the production of such equipment and material, and shall be installed according 145 to the manufacturer’s recommendations. All equipment and material shall applicably conform to the requirements of 146

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American National Standards Institute (ANSI), American Society of Testing and Materials (ASTM), National 147 Electrical Manufacturer’s Association (NEMA), National Fire Protection Association (NFPA) or other national trade 148 association as applicable. Where standards exist, materials and equipment shall bear the label and be listed by 149 Underwriters Laboratories, Inc. (UL) or other Nationally Recognized Testing Laboratory (NRTL) per the NEC. 150 Building codes shall conform to the International Building Code (IBC) and the California Building Codes, Title 24. 151

3.2 Conformance with Environmental Management Systems. 152

The Contractor shall perform work under this contract consistent with the relevant policy and objectives identified in 153 the United States Army, United States Army Reserve, United States Army Garrison, and/or Camp Parks environmental 154 management system (EMS) applicable for the contract. 155

The Contractor shall perform work in a manner that conforms to all appropriate Environmental Management Programs 156 and Operational Controls identified by the United States Army, United States Army Reserve, or United States Army 157 Garrison, Parks Reserve Force Training Area EMS. 158

In addition, the Contractor shall ensure that their employees are aware of the roles and responsibilities in following 159 legal and other requirements, and how these requirements affect their work performed under this contract. All on-site 160 contractor personnel shall complete training specified for the type of work conducted on-site and maintain training 161 records. 162

The Contractor shall provide monitoring and measurement information as necessary for the organization to address 163 environmental performance relative to the environmental, energy, and transportation management goals. 164

In the event an environmental nonconformance or noncompliance associated with the contracted services is identified, 165 the contractor shall take corrective and/or preventative actions. In the case of a noncompliance, the Contractor shall 166 respond and take corrective action immediately. In the case of a nonconformance, which is identified during an EMS 167 audit, the nonconformity will be communicated to the Contractor by the EMS Management Representative and a 168 reasonable corrective action will be identified and completed based on the time schedule agreed upon by all applicable 169 parties. 170

Contractors are liable for any enforcement actions, fines and/or penalties resulting from the failure of the contractor 171 to comply with applicable environmental requirements. (AR 200-1, Sec. 2-2d) 172

Upon inclusion in the contract Statement of Work or contract award, the Contracting Officer's Representative will 173 verify that all appropriate contractor personnel have completed EMS Awareness Training. 174

3.3 Submittals. 175

3.3.1 Government Review. 176

The government review period will be set fourteen (14) calendar day. All reviews will be completed at (or within) 177 the review period. The government shall review the contractor’s submittals for checking for conformance with the 178 qualitative requirements of this project. Review of such submittals are not conducted for the purpose of determining 179 accuracy and completeness of other details such as dimensions and quantities, or for substantiating instructions for 180 installation or performance of equipment or systems, all of which remain the responsibility of the contractor as 181 required by this scope. 182

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3.3.2 Government Approval. 183

The government’s approval of submittals shall not be construed as being contractual, and shall not relieve the 184 contractor of responsibilities for deviations from the actual contract or from this scope. Any deviations from the 185 actual contract or this scope shall be coordinated with the appropriate agency through the COR. 186

Substitutions that have a major effect on the design for this project shall be reviewed by the government for 187 conformity with the qualitative requirements of this project. 188

3.3.4 Referenced Specifications. 189

Follow submittal procedures shown in specification Section UFGS 01 33 00 SUBMITTAL PROCEDURES. 190

3.3.5 Project Schedule. 191

The contractor shall submit a construction project schedule no later than seven (7) calendar days after the delivery 192 order notice to proceed. The contractor shall provide a comprehensive Gantt, or bar, schedule that properly indicates 193 all major milestones, submittals, critical path items and the anticipated completion date for all construction 194 activities. The schedule shall be sufficiently detailed to enable tracking of construction progress and to anticipate 195 critical tasks. Additionally, schedule will meet all requirements specified in UFGS 01 32 01.00 10 Project Schedule. 196

3.3.6 Project Submittals. 197

The contractor shall prepare submittals as required by the project specifications, the contract for construction or as 198 requested by the COR. Submittals may include but are not limited to product data, installation and maintenance 199 instructions, shop drawings, calculations, samples and test reports. Submittals shall be presented to the COR for 200 review and approval at least fourteen (14) calendar days prior to purchase or installation. Failure to present 201 submittals to the COR in a timely manner will not justify any claims for a schedule delay of added costs. Once a 202 roofing system ‘Material’ submittal is accepted, it may be considered a ‘Master Submittal’, and it may be used for 203 subsequent delivery orders without resubmitting. The designation of ‘Master Submittal’ is intended for physical 204 material submittals only. However, it is at the discretion on the government whether non-material submittal may or 205 may not be establish as a ‘Master Submittal’. 206

3.3.7 General Requirements. 207

The following are the minimum but not limited to general requirements that must be obtained for this project: 208

Any measurements provided in this scope are approximations and provided for reference only. The contractor 209 is responsible for verifying all measurements and material take off requirements prior to submitting their 210 proposal and materials list. 211

Demolition/Removal 212

The Contractor shall saw cut, remove and dispose of existing damaged concrete sidewalk and curbs at 213 various locations (reference Attachment 3). The removal limits are marked in the field and generally 214 correspond with existing adjacent control or expansion joints. In areas where existing sidewalk is integral 215 to curbs, the contractor is to carefully saw cut longitudinally along back of curb line to separate sidewalk 216 from curb. Contractor shall be responsible for the removal and proper disposal of all debris generated 217 during the life of this project. 218

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Excavation, removal and disposal of 6” inches thickness of existing subgrade soil layer, (Reference 219 attached detail). Removed soil to be disposed of on site within a one mile area of work location. Exact 220 disposal site to be determined after contract award. 221

New Concrete Sidewalks and curbs 222

Contractor shall scarify, moisten, and compact 8 inches of the existing subgrade to 90% of maximum dry 223 density per ASTMD 698. (Reference attached detail) 224

Contractor shall add 6” compacted aggregate base course material, moisten and compact to 90% of maximum 226 dry density per ASTMD 698. (Reference attached detail) 227

Contractor shall construct new concrete sidewalk with minimum thickness of four inches (4”) (fc’=3000 psi) 229 with WWF 6x6-W2.0xW2.0. Each new concrete section shall have expansion and contraction joints. 230 Expansion joint material to be placed against existing matching sidewalk and structures (i.e. buildings, catch 231 basins, etc.). (Reference Caltrans Standard Specification (2018), Section 73, Concrete Curb and Sidewalks). 232

Contractor shall construct new curb replacement in kind at designated locations and shall include required 234 saw cutting, compaction of subgrade to 90% of maximum dry density per ASTMD 698, and 235 placement/finishing of new concrete (fc’=3000 psi). 236

Contractor shall grade as required to match surrounding ground. 238

Contractor responsible to matching existing slopes 240

END OF STATEMENT OF WORK 242